Summary for Test 2014-02-14-8003667-4

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 3959
DEA: 072159C4
EFIS: 0700000339
DIST-CO-RTE-PM07-LA-5-001.8/003.0
Award Date08/19/2011
Closeout Date08/16/2018
Work DescriptionCARMENITA INTERCHANGE IMPROVEMENT
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING
QA Service Level1 (Verified on 05/01/2012)

Sample Information

Sample Taken Date02/14/2014 Sample Unique Key8003667
Date that the sample was received by the laboratory/organization performing the testing02/14/2014 Sample typeDepartment Acceptance
A brief description of the sampleClass 2 Aggregate Base The quantity of what the sample constitutes2 Bags
From where was the sample collectedSource First name of sampler or witnessed byUnknown
Last name of sampler or witnessed byUnknown Title of samplerNot set
Telephone number of samplerNot set Laboratory sample identification4067B
Linked DIME Sample IDNot set The fabricator/manufacturer/facility nameWindrow at Sta. 43 00 A1 line to 45 00.
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Job Site.
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedWindrow at Sta. 43 00 A1 to 45 00.
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2014-02-14-8003667
DIME Test ID: 2014-02-14-8003667-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2015-02-20

Test Results


How will the R value be determined?: By expansion pressure
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 02/23/2014
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: no data
As Received Gradation, Percent Passing 1 1/2 in. sieve: no data
As Received Gradation, Percent Passing 1 in. sieve: no data
As Received Gradation, Percent Passing 3/4 in. sieve: no data
As Received Gradation, Percent Passing 1/2 in. sieve: no data
As Received Gradation, Percent Passing 3/8 in. sieve: no data
As Received Gradation, Percent Passing #4 sieve: no data
As Received Gradation, Percent Passing #8 sieve: no data
As Received Gradation, Percent Passing #16 sieve: no data
As Received Gradation, Percent Passing #30 sieve: no data
As Received Gradation, Percent Passing #50 sieve: no data
As Received Gradation, Percent Passing #100 sieve: no data
As Received Gradation, Percent Passing #200 sieve: no data
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
As Used Gradation, Percent Passing 1 in. sieve: no data
As Used Gradation, Percent Passing 3/4 in. sieve: no data
As Used Gradation, Percent Passing 1/2 in. sieve: no data
As Used Gradation, Percent Passing 3/8 in. sieve: no data
As Used Gradation, Percent Passing #4 sieve: no data
As Used Gradation, Percent Passing #8 sieve: no data
As Used Gradation, Percent Passing #16 sieve: no data
As Used Gradation, Percent Passing #30 sieve: no data
As Used Gradation, Percent Passing #50 sieve: no data
As Used Gradation, Percent Passing #100 sieve: no data
As Used Gradation, Percent Passing #200 sieve: no data
R value: 79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2015 ✔